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Experimental Verification of Plan Curved Arch Structures Dominik Hochman1,a *, Jan Trenz1,b, Radim Necas1,c, Jiri Strasky2,d 1Institute of Concrete and Masonry Structures, Faculty of Civil Engineering, BUT, Veveri 95, 602 00 Brno, Czech Republic 2Strasky, Husty and Partners Ltd.
Introduction Implementation of scale physical models of real structures follows from earlier work of research teams from Institute of Concrete and Masonry Structures at the Faculty of Civil Engineering.
Thus, they have contributed to the development of engineering knowledge not only in the Czech Republic but also abroad.

Effect of Cement on Compressibility and Microstructure of Tropical Peat KAZEMIAN Sina1, a, PRASAD Arun2, b, GHIASI Vahed1, c and HUAT Bujang Bin Kim1, d 1Department of Civil Engineering, University Putra Malaysia, Serdang, Malaysia 2Department of Civil Engineering, Banaras Hindu University, Varanasi, India asina.kazemian@gmail.com mail, bprasada@bhu.ac.in, cghiasi_upm@yahoo.com, dbujang@eng.upm.edu.my, Key words: Peat, Cement column, Compressibility, Scanning electron micrograph, Energy dispersive X-ray.
Huat: Electronic Journal of Geotechnical Engineering (EJGE), Vol. 14, Bundle C. (2009)
Huat: Forensic Engineering 2009: Pathology of the Built Environment: Proceedings of the Fifth Congress on Forensic Engineering, November 11-14, 2009, Washington, Part 3 (pp. 255-265).
Berry: Quarterly Journal of Engineering Geology Vol. 16, p. 103–112. (1983)
Castro: Journal of Geotechnical Engineering Vol. 113, No. 3, p. 230–247. (1987).

Analysis of Monitoring and Measurement for Heishan Tunnel Wenling Tian1,2, Qi Li1,a, Chengzhi Xiao1,2 1College of Civil Engineering, Hebei University of Technology; 2 Civil Engineering Technology Research Center of Hebei Province a Corresponding author: Qi Li.
The characteristics of selected cross sections are useful for engineers to optimize the preliminary design of tunnel.
References [1] Qiunan Chen. (2007) Tunnel Engineering.
Chinese Journal of Rock Mechanics and Engineering, Vol, 24 (Supp.2): 5,943-5,949.
(In Chinese) [6] Zhanchang, Zhao. (2004) Study Engineering Properties of Highway Tunnel in Loess.

Experimental Verification of the Stiffness of a Semi-Rigid Timber Connection Jaroslav Sandanus1,a, Kristián Sógel1,b*, Tomáš Klas1,c and Michal Botló1,d 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Steel and Timber Structures, Radlinského 11, 81005, Bratislava, Slovak Republic ajaroslav.sandanus@stuba.sk, bkristian.sogel@stuba.sk, ctomas.klas@stuba.sk, dmichal.botlo@stuba.sk Keywords: semi-rigid connection, timber structures, timber engineering, experimental verification Abstract.
Experimental Testing Experimental testing of the connection was realised in the renovated laboratories of the Department of Steel and Timber Structures at the Faculty of Civil Engineering of the SUT in Bratislava.

Study on the System of Safe and Civilized Construction Liping Ding1,a，Tingsheng Zhao1,b and Xianzhi Liu1,c 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology， Wuhan 430074, China adingliping2008@yahoo.com.cn, btszhao@mail.hust.edu.cn,cliuxz_2007@126.com Keywords:safe and civilized construction, measure fee, system Abstract:With the rapid development of construction industry,accident occurs frequently,and significant social effect caused by construction safety accidents has been increased in China.Then the establishment and promotion of safe and civilized construction system has become one of the important tasks of the party and the government in which the items of safety measurement and the temporary facility settings were regulated.As one of the comprehensive measurements,safe and civilized construction has been functioned and the rate of construction safety accidents has decreased steadily.Therefore,based on the implementation of safe and civilized
Therefore,contractors should strengthen and build up the standardizations of safety guard of their own.For example,the geometric location and dimension of rails should consider human engineering,structural mechanics and some other subjects.The figure below shows a vertical face of guard rail in a structural building (see figure 3).
Figure 3 Vertical face of guard rail in a structural building Building Supervision System. 1）Building safe and civilized construction management system Safe and civilized construction management is a system engineering[9], which involves owner, contractor, supervisor and the relevant government departments.In order to use the measure fee effectively and enhance the safety condition on construction site[10], all relevant companies should cooperate closely, and form a closed system(see figure 4).
(in Chinese) [2] ZhaoTingsheng,Ge Li.Safety and Disaster Prevention and Mitigation Engineering (1st Edition).Huazhong University of Science and Technology Press, 2008.
(in Chinese) [5] Ministry of Construction.Security construction projects,civil construction costs of measures and the use of regulations [Z]2005.

Research for the Cost Forecasting of Construction Project Ying-Mei Cheng 1, a 1 Department of Civil Engineering, China University of Technology 56 Hsing-Lung Road, Section 3, Taipei, 116, Taiwan, ROC ayingmei.cheng@msa.hinet.net Keywords: Cost forecast, S-curves, Grey Prediction, Golden Section method Abstract.
References [1] Peer, S., Application of cost-flow forecasting models, Journal of the Construction Division, Proceedings of the American Society of Civil Engineers, Vol. 108, no.CO2 (1982), p.226-232
[13] Gates, M., Scarpa, A., Preliminary cumulative cash flow analysis, Cost Engineering, Vol. 21(6) (1979), p.243-249
M., Short-Interval dynamic forecasting for actual S-curve in the construction phase, Journal of Construction Engineering and Management, Vol. 137(11) (2011), p.933-941
[15] Yu, C.H., Research for the Cost Forecasting of Each Phase of Construction Project, Department of Civil Engineering and Hazard Mitigation Design, China University of Technology (2004).

Elasto-Plastic Stability Analysis of the Frame Structures Using the Tangent Modulus Approach Stanko Ćorić1,a*, Stanko Brčić2,b, Nikolay Vatin3,c 1,2Faculty of Civil Engineering, University of Belgrade,11000 Beograd, Serbia 3St.Petersburg State Polytechnical University, 195251, Saint-Petersburg, Russia acstanko@grf.bg.ac.rs, bstanko@grf.bg.ac.rs, cvatin@mail.ru Keywords: stability of structures, elastic-plastic analysis, tangent modulus.
Introduction Calculation based on the theory of elastic stability is widely applied in the engineering practice.
Namely, it can be assumed that engineering structures have generally elastic behavior when they are subjected to the usual working loads.
Steel Structures in Civil Engineering (2000) Građevinska knjiga, Belgrade, 373 p
Nonlinear stability analysis of the frame structures, doctoral thesis (2013) Faculty of Civil Engineering University of Belgrade, 185 p

., LTD. 037003,Datong, Shanxi,China 3 Dalian University Civil and architectural engineering ,116622,Dalian ,Liaoning，China ayubin0352@163.com,bzhaojun0314@yahoo.com.cn,cmgxch@163.com Keywords: Datong Coal Mine Area；Fully-mechanized Sublevel Caving Mining；Permo Carboniferous；Mining Technology Abstract.
Author Yu Bin, Born inHelen Heilongjiang province in September of 1962, professional-level senior engineer, general engineer of the Datong coalmines group company, his major studies include mining management, Hard roof in control, Coal mining technology.
Frontiers of Green Building, Materials and Civil Engineering, Applied Mechanics and Materials,2011,71-78: 3358-3361
Frontiers of Green Building Materials and Civil Engineering, Applied Mechanics and Materials,2011,71-78: 3366-3369.

Seismic Safety Assessment of the "Tekyeh Amir Chakhmagh" by Simplified Kinematic Limit Analysis PASHANEJATI Seyed Rohollah1,a and MOLINS Climent2,b 1 Astan quds Astan Quds Razavi consulting engineers, Tehran, Iran 2 Departament d'Enginyeria de la Construcció.
Asian journal of civil engineering (building and housing), 7(4), 343-357
"Seismic Assessment of Ancient Masonry Structures by Rigid Blocks Limit Analysis," Phd thesis, Univ. of Minho, Department of Civil Engineering, Guimarães, Portugal
"Seismic assessment of strengthening methods of masonry construction by simplified kinematic limit analysis," Msc Thesis, Technical Univ. of Catalonia, School of Civil Engineering, Barcelona, Spain
"Seismic vulnerability methods for masonry buildings in historical centres: validation and application for prediction analysis and intervention proposals," in 13th World Conference on Earthquake Engineering, Vancouver, B.C, Canada, August 1-6, 2004, Paper No. 2765

Experimental Study on Impermeability and Frost Resistance of High Strength Concrete Used in Shaft of Coal Mine Jingfeng Hou1,2,a,Dongming Guo1,4,b,Huidong Xu3,c and Zengkun Yang4,d 1 State Key Laboratory for GeoMechanics & Deep Underground Engineering, Beijing, 100083, China 2School of Civil and Transportation Engineering, Beijing University of Civil Engineering & Architecture, Beijing, 100044, China 3 China Coal Mine Construction Group Corporation, Hefei, Anhui, 230000, China 4 School of Mechanics & Civil Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China ahoujingfeng@bucea.edu.cn, bdmguo@cumtb.edu.cn, cxuhuidong@ccmcgc.com dyzk0320@163.com Keywords: Coal Mine Shaft, High Strength Concrete, Impermeability, Frost Resistance.
Barnes: Structure and Performance of Cements(Taylor & Francis, Britain 2002) [3] Dajun Ding: High Performance Concrete and its Applications in Engineering(In Chinese)(China Machine Press, China 2007)